MMGSY : Year 2026-27 (Resurfacing) Resurfacing of Various Road in Gandevi Taluka Dist: Navsari. [Pakage No.24 Total 4 Roads, Total Km-3.305) (1) Vegam Patel faliya Road (VR-NP) km 0/0 to 0/82 (2) Sonwadi Primary School to Mandir faliya Road (VR-NP) km 0/0 to 0/65 (3) Sonwadi Gangeshvar road to D.P. faliya Road.(VR-NP)km 0/0 to 0/65 (4) Vegam Panchayat Ghar towards Bhandar Road (VR-NP) km 0/0 to 1/185

In figures

1 Clearing and grubbing road land including uprooting rank vegetation grass 0.90 Hect 34889.38

bushes,shrubs,sapling and trees girth up to 300 mm removal of stumps of trees cut earlier

and disposal of unserviceable materials(D) By mechanical means in area of thorny jungle.

2 Earth work in cutting in all coats of soil and soft murrum including conveying and putting the 447.00 Cum 106.81

stuff in spoil bank maintaining minimum distance of five meter between top edge of cutting

and top of spoil bank.

3 Scarifying gravelled macadam or Bitumen macadam surface 6 cm to 10 cm depth including 5002.60 Sqm 41.74

stacking useful materials on road side and disposing off remaing stuff.

4 Providing and laying wet mix macadam base course as per MORTH specification using 514.00 Cum 762.16

machine crushed B.T. chips as per required gradation, mixing with required optimum quantity

of water, conveying the mix to site of work, spreading in to grade and camber with

paver/mechanical means and consolidation each layer with vibratory roller to aschieve the

desired density including cost of material labour plant and equipment etc. complete.

5 Providing and applying hincol made or eqvivalent grade priming coat with emulsion (SS-1) at 5004.00 Sqm 99.09

the rate of 7.50 kg/ 10 Sq.mt. including cost of asphalt and preparing the surface heating, and

applying etc. complete.

6 Construction of side Shoulder with Approved Materials with all lead & lift including spreding 541.00 Cum 495.92

in required slope & consolidation etc. complete (Hard Murrum) including filling the measure

boxes of standared size etc. complete.

7 Earthwork for embankment including CBR > 5% breaking clods, dressing with all lead and lift 509.00 Cum 173.67

in each layer of 20 cm thickness including watering rolling and consolidation of subgrade in

layers at O.M.C to required dry density including filling depression which occur during the

8 Supplying fixing & joining reinforced concret heavy duty non pressure pipe carrying indian 90.00 Rmt 2108.86

railway standard with collars for culverts carring heavy traffic as per Indian railway standard

specification including setting and joining the pipe in cement mortar 1:2 watering and laying

(to level or slopes) of class NP3 of 600mm internal diameter

9 Providing, laying bituminous base course 37.5 mm thick compacted in One layers with tack 882.00 M.T. 2757.64

coat of asphalt Emulsion RS 1 at the rate of 2.5 kg/ 10 sqm for WMM Surface using B.T.

stone aggregates of required gradation and asphalt VG - 30 grade for mixing @ 1.99 % by

weight of total mix including heating the aggregate and asphalt by drum mix plant and

spreading the same by paver finisher and consolidation with vibratory roller including

providing all materials, equipment, tools and plants, oil, kerosene, fire wood, labour charges

etc. complete.

10 Providing laying & rolling of 25 mm thick Open graded Premix bituminous carpet with B.T. 617.00 M.T. 3886.10

aggregate as specified and using Emulsion RS 1 for tack coat at the rate of 2.5 kg/10 sq.mt.

and using bitumen for Mixing with aggregate at the rate of 3.36 % i.e. 33.60 kg / M.T. of

total mix including heating and mixing in drum mix plant transporting and spreading the

same with paver finisher and consolidation with vibratory roller including necessary fire wood

, oil , lubricant , labour charges etc. using contractor's own drum mix plant and equipment

,tool etc .complete in accordance with the requirement of specification.

11 Providing and laying seal coat with B.T. aggregate as specified using aggregate at the 349.00 M.T. 4385.08

rate of 0.24 Cu.mt./10 Sq. mt. and bitumen grade VG-30 for mixing with aggregate at the

rate of 4.5 % i.e. 45.00 Kg. / M.T. of total mix including heating and mixing in drum mix plant

and transporting and spreading the same by paver finisher and consolidation with vibratory

roller including necessary fire wood , oil , lubricant , labour charges using contractor's own

drum mix plant, machineries and equipment tools etc. complete in accordance with the

requirement of specification .

12 Providing and Laying asphalt Painting on BT Surface with bitumen as per rate of 5 Kg/ 10 11728.00 Sqm 46.10

Sqmt with Bitumen including spreading stone dust on painting surface at the rate of

cu.mt./10 sqmt.

13 Providing & Fixing ordinary K.M. stone of of precast C.C. 1:2:4 including necessary 9.00 No 704.33

reinforcement as per I.R.C. Type Design fixing in C.C.1:4:8 including Painting , lettering etc.

Complete. (For OD road V.R.)

14 Providing & Fixing Hectometer stone as per I.R.C. type design including painting, lettering 15.00 No 356.50

etc. complete (i) Fixing in C.C.1:5:10

15 Informatory Signs :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 4.00 No 3856.90

80 x 60cms. rectangle as per the design of IRC-67-1977 pre treated with phospheting

process & acid teching; coated with one coat of epoxyprimer and two coats of best

qualityepoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand postand frame fabricated from suitable sizeiron angle of 35 x

35 x 3mm75x75x6mm as required; painted with best qualityepoxy coatings in black and

whitebends. the details of symbol for eachboard shall details of symbol for eachboard shall

be as per the instruction ofengineer in charge. The fixing at site shall be in 1:2:4 CC block of

size 45 x45 x 60cms. for each leg. including excavation curing tec. complete under the

supervision of engineer in charge.(A) Engineer Grade(VR)...

16 MMGSY Logo Board:- Providing and fixing MMGSY Logo Board made out of 2mm aluminium 4.00 No 5050.00

sheet, as per the drawing & design. Pre treated with phospheting process and acid etching

coated with one coat of epoxy primer and two coat of best quality epoxy paint, refloctrorized

with retro reflective sheeting as per the latest M.O.S.T. specification, 3.1 Mt. long stand post

and frame fabricated from suitable size iron angle of 35 x 35 x 3 mm, 75 x 75 x 6 mm as

required painted with best quality epoxy coatings in black and white bends. The details of

symbol for each board shall be as per the instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60 cms for each leg, including excavation curing

etc. complete under the supervision of Engineer-In-Charge (A)Engineering grade.

17 Excavation for foundation upto 1.5m depth including sorting out and stacking of useful 8.40 Cum 198.92

material and disposing off the excavted stuff as directed by Engineer in charge with all lead

and lift in (A) Loose or Soft Soil

18 Providing and filling in foundation with ordinary cement concrete M-100 mix and providing 1.80 Cum 3304.02

necessary vertical pin headers including formwork, vibrating, ramming and curing completed.

19 Providing and casting in situ ordinary cement concrete M-150 mix and providing necessary 12.60 Cum 3882.07

vertical pin headers including shuttering, scafolding,laying, vibrating, curing and finishing

complete without V-groves.(A) Height from 0.0 M to 5.0 M..

20 Providing and fixing Guard stone as per I.R.C. type design including white washing etc. 10.00 No 100.44

complete (I) Fixing in Earth.

21 White washing with lime on wall surface (two coats) to give an even shade including 12.81 Sqm 12.73

thoroughly booming the surface to remove all dirt, dust, mortar drops and other foreign

22 Providing and Placing in position Fe 500/500D bar reinforcement for following R.C.C. work 0.08 M.T. 73904.14

items including cutting, bending, hooking and tying complete as per detailed drawing. (1)

Curb, staining, cap and RCC Raft,(2) Piers, Abutments, (3) Solid slab, Deck Slab,(4) RCC

Kerb, RCC Footpath, RCC Approach Slab, Wearing coat. Piers , Aburtments , R.C.C.

23 Providing and laying weep hole in abutment and returning by using P.V.C. pipes of 100 mm 12.00 No 87.07

diameter including laying in proper grade and jointing etc. complete as per detailed

specification.

24 Providing and Laying filter media 600mm thick directed at the back of abutment,returns and 12.00 Sqm 1279.96

wing wall as per detailed specifications

Deputy Executive Engineer, Executive Engineer

Panchayat(R&B) Sub Dn., Panchayat (R&B) Division

Gandevi Navsari

I/We am/are willing to carry out the work at ………………………………………………..% above/below (percent should

be written in figures and words) of the estimated rates mentioned above. Amount of my/our tender works out as under.

*Estimated amount *Estimated amount

Put to tender Rs…9174840.48 Put to tender Rs…9174840.48

Deduct ……. % below Rs……………………..…. Add ……. % Avove Rs…………..

Net Rs. …………………….… Total Rs. ………

In words ………………….……………………………. In words …………………………….

*( please strike out whichever is not applicable)

All works shall be carried out as public works department Handbook and other

specification of Division or as directed.

All the columns in schedule should be filled in ink or ballpen and the total of the

entries in last column should be struck by the contractor under his signature.

Rate quated include clearance of site (Prior commencement of work and at its close)

in all respects and hold good for work under all conditions,site moisture, weather etc.

The Contractor shall exhibit a board with detailed specification and details of work

as directed by the Engineer-In-Charge for which no extra payment shall be made.

The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

Labour cess and Income tax TDS will be deducted at a source while making payments of bills

In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per

Govt. G.R.: PRC-10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at

the rate of input rate mentioned in all the tender.

To be continued on additional sheet,if found necessary.

Executive Engineer

Signature of the contractor Panchayat (R&B) Division

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